Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 15, 2017, 08:02 PM
  • H 0409_H 0408_11152017_124801.mp4

Date
11/15/2017
W/O
0673491
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00177
PipeID
P10843
Time
12:02 PM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7558
Sewer Name
H JOINT OUTFALL H - UNIT 5A
City
WHITTIER
Loc. details
Woods
Location Code
E
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
33
Purpose
Routine Assessment
Project
20171115SHO_JOINT_OUTFALL_H_UNIT_5A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Upstream MH
H 0409
Downstream MH
H 0408
Dir. of Survey
Downstream
Length Surveyed
297.7 ft.
Total Length
297.7 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
Overall Rating
9
Pipe schematic from manhole H 0409 to H 0408
MH: H 0409MH: H 0408downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12450 ft. MWM - Water Mark, 50 %of cross sectional area7.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start127 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start297.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish297.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish297.7 ft. MSA - Survey Abandoned - DUE TO FLOW

Observation photos (2)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    7.9 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    127 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

Observations (8)

DistanceCodeObservation
0MWL
127SSS
0AMH1245
297.7SSS
7.9SAP
0MWM
297.7SAP
297.7MSADUE TO FLOW

Properties (4)

custom_field_three
FLOW NOT STRONG ENOUGH
custom_field_two
5
customer
LACSD
datetime
2017-11-15T12:02:28-08:00